HomeMy WebLinkAbout3939 Rannoch St - Correspondence - 10/26/2000to
-Post Tension Slab
Tendon Stressing
CTUTHOMPSON, INC.
CONSULTING LS ENGINNICAL
EERS
Inspection AND MATERIALS ENGINEERS
CLIENT
Richmond American Homes
Northern Colorado Division
95611 Steve Gooch Read #200
Longmont, CO 80504
Attn: Ms. Lorrie McNamee
Foundation Plan Design Criteria
*
PLANS BY: � ET. c-AT M l.^^1/?J
JOB NO. & DATE
MODEL NO. d d
REQUIRED CONCRETE STRESSING STRENGTH ',
Equipment Calibration Certificates
Equipment Condition
Operation Consistent
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Concrete Stressing Strength
VVV/
Stressing Area Gear
Wedges Seated Correctly
Gauge Force/Elongations Comparable
Tendon Stressing Contractor:
Tendon Stressing Measurements
Tendon
No_
Required
Elongation
Actual
I Elongation
Accept
Reject
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ADDRESS
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FILING NO. JOB NO. G C_- 1 S I
Foundation and Tendon Layout
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Instructions To Contractor
APPROVED
❑ REJECTED
RECOMMENDED CORRECTIVEPROCED�'U`RII EIREMARKS:
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FIELD REPRESENTATIVE C�